A002.pdf

Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods:

(a) By completing items 8 and 15, and returning or (c) By separate letter or electronic communication which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by letter or electronic communication, provided each letter or electronic communication makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

E. IMPORTANT: Contractor is not is required to sign this document and return copies to the issuing office.

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE

2. AMENDMENT/MODIFICATION NUMBER 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQUISITION NUMBER 5. PROJECT NUMBER (If applicable)

7. ADMINISTERED BY (If other than Item 6) CODE

STANDARD FORM 30 (REV. 11/2016)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICITATION NUMBER

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NUMBER

10B. DATED (SEE ITEM 13)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers is extended. is not extended.

12. ACCOUNTING AND APPROPRIATION DATA (If required) copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NUMBER AS DESCRIBED IN ITEM 14.

CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER

NUMBER IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation data, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15C. DATE SIGNED

15A. NAME AND TITLE OF SIGNER (Type or print)

16C. DATE SIGNED

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

PAGE OF PAGES

6. ISSUED BY CODE

8. NAME AND ADDRESS OF CONTRACTOR (Number, street, county, State and ZIP Code) (X)

CODE

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

Previous edition unusable

E-153

CA FLAP CR109(1)

SIR FRANCIS DRAKE BOULEVARD

CA FTNP PORE 10(4), 200(1), 201(1)

LIMANTOUR, LIGHTHOUSE & CHIMNEY ROCK ROADS AND PAVEMENT PRESERVATION

NPS PMIS 201072

Option X: Do not measure replacement of existing aggregate base required to replace culverts under roadways with only surface treatment construction (subsidiary to culvert replacement).

Measure asphalt pavement replaced as a Full Depth Pavement Patch, Type 2 under Section 428.

Section 605. –UNDERDRAINS, SHEET DRAINS, AND PAVEMENT EDGE DRAINS

Construction Requirements

605.04 Placing Underdrain. Add the following:

In locations noted on the plans where underdrain pipe will be connected to existing or new inlets, construct the connection in accordance with Subsection 604.04.

Measurement

605.08 Add the following:

Do not measure connections of underdrain pipe to existing or new inlets for payment.

Section 607 - CLEANING, RECONDITIONING, AND REPAIRING EXISTING

DRAINAGE STRUCTURES

Description

607.01 Add the following:

Lining culverts includes all efforts necessary to slipline existing culverts, including excavating and backfilling the work areas at both ends of the pipe, grouting the voids between the installed liner and original pipe, and installing the liner pipe. Reconditioning culverts also includes liner pipe consisting of a Cured-in-place Liner Pipe. The liner pipe may be manufactured using either polyethylene or Glass-Fiber Reinforced Thermosetting-Resin.

Material

Add the following Subsection:

607.01A Conform to the following Subsections:

Plastic Liner Pipe 706.08h

Cured-in-place Liner Pipe 706.08i

Amendment A002

E-154

SIR FRANCIS DRAKE BOULEVARD

CA FTNP PORE 10(4), 200(1), 201(1)

LIMANTOUR, LIGHTHOUSE & CHIMNEY ROCK ROADS AND PAVEMENT PRESERVATION

NPS PMIS 201072

Concrete Mortar / Patch 725.30

Epoxy Injection Resin 725.31

Penetrating Sealer 725.32

Construction Requirements

607.04 Cleaning Culverts in Place. Add the following:

Remove and dispose of all vegetation, gravel, sediment, or other foreign material blocking the ends of the culverts, and within existing inlets connected to culverts, as identified in the Plans as culverts to be cleaned in-place.

607.06 Reconditioning Drainage Structures. Add the following:

Lining Pipe Culverts. Inspect culvert inverts specified for lining for extensive corrosion and perforated areas where the fill material is exposed. Fill all voids with grout and finish flush with the inner surface of the culvert. Dewater and divert stream flow as necessary during repairs and subsequent curing time to avoid the washout of any grout.

(a) Slip lining with Plastic Pipe.

In general follow the installation requirements of ASTM F585 unless amended by this document.

Install pipe and fittings in accordance with the project plans and manufacturer’s recommendations.

Pipe Handling: Use textile slings, or other suitable materials or a forklift. Use of chains or cables is not allowed.

(1) Inspection and Cleaning

Clean the pipe and remove excessive silt or debris that may hamper the insertion process prior to attempting to install the liner pipe.

Ensure that there are no locations within the deteriorated culvert that are so badly misaligned or deflected that the liner pipe cannot be pulled or pushed past them. If this type of defect is detected, propose to the CO an appropriate course of action.

(2) Host Pipe Preparations

Clear the area near the host culvert for access to create a ‘launching area’ in which to align and join adjacent lengths of liner pipe. Minimize clearing and excavation to the extent practicable for this activity. Determine if it is necessary to install rails (wood or metal) to guide the liner pipe during its insertion. Assess the need to attach bracing to the top of the host pipe to limit possible liner pipe flotation during grouting. Submit to the CO the proposed installation plan 14 days prior to starting ground disturbing work at the site. Include with the plan the size of the materials to be joined (length of pipe segments). Provide an approach using shorter pipe segments to minimize the disturbance to the surrounding areas.

E-156

SIR FRANCIS DRAKE BOULEVARD

CA FTNP PORE 10(4), 200(1), 201(1)

LIMANTOUR, LIGHTHOUSE & CHIMNEY ROCK ROADS AND PAVEMENT PRESERVATION

NPS PMIS 201072

Additionally, a combination of pushing and jacking may be used.

(5) Grouting

Fill the annular space between the existing culvert and the liner pipe with grout. Precautions must be taken not to overload the liner pipe with grouting pressure. The Contractor may hydrostatically pressurize the liner during the grouting procedure to resist buckling. The liner pipe manufacturer should be consulted regarding allowable external collapse (grout) pressures.

Grout shall have a minimum 28 day compressive strength of 500 psi. Mix the grout using cement with no sand or aggregate. The density of the grout should not exceed 65 pcf.

Prepare a detailed grouting plan which contains as a minimum, a detailed description of the equipment and operational procedures to accomplish the annular grouting operation, including grout design, grout mix type, grout samples, and test data. Measure the density of the grout throughout the placement procedure. Samples, to determine the 28 day compressive strength, shall be taken at the beginning, middle and end of the grouting procedure.

Take precautions to prevent flotation of the liner pipe. Weirs may be placed in the liner pipe to restrict flow and allow the liner pipe to remain partially full to offset flotation by the grout.

(b) Cured-in-place Liner Pipe (CIPP).

Install a thermosetting resin-impregnated flexible felt-fiber tube coated on one side with an impermeable plastic by inserting it into the existing culvert with a hydrostatic head and curing with circulated hot water to cure the resin into a hard, impermeable pipe with a plastic coating on the interior surface of the newly formed pipe to reconstruct the culvert. In general follow the installation requirements of ASTM F-1216 Standard Practice for the Rehabilitation of Existing

Pipelines and Conduits be the Immersion and Curing of a Resin-Impregnated Tube for “fully deteriorated gravity pipe conditions” unless amended by this document. Install liner in accordance with the Plans and manufacturer’s recommendations.

Pipe Liner Tube Handling: Deliver a manufacturing plant impregnated resin saturated tube in a refrigerated truck and maintain refrigeration prior to installation to prevent premature curing.

(1) Inspection and Cleaning

Clean the pipe and remove silt or debris that may hamper the insertion process prior to installing the CIPP tube.

Ensure that there are no locations within the deteriorated culvert that are so badly misaligned or deflected that the liner tube cannot be pulled or pushed past them. Ensure that the open pipe volume is at least 75% of the original size. Verify that the existing pipe does not have large holes or open joints that have allowed water to leak out of the pipe and washout the surrounding embankment. If any of these types of defect are detected, propose to the CO an appropriate course of action. Verify the existing culvert size and supply a tube that, when installed, will neatly fit the internal circumference of the culvert.

E-157

SIR FRANCIS DRAKE BOULEVARD

CA FTNP PORE 10(4), 200(1), 201(1)

LIMANTOUR, LIGHTHOUSE & CHIMNEY ROCK ROADS AND PAVEMENT PRESERVATION

NPS PMIS 201072

(2) Host Pipe Preparations

Clear the smallest area possible at both ends of the host culvert for access to insert the liner tube and installation equipment. Minimize clearing and excavation to the extent practicable for this activity. Submit to the CO the proposed installation plan 14 days prior to starting ground disturbing work at the site. Provide an approach using either the inlet or outlet end of the pipe to minimize the disturbance to the surrounding areas.

(3) Pipe Liner Tube Installation.

Insert the impregnated tube through the pipe from invert to invert. Supply a circulated hot water source to deliver hot water throughout the tube to uniformly raise the temperature required to affect a cure of the resin. After initial cure is reached, raise the temperature to the post-cure temperature recommended by the resin manufacturer and hold by recirculating the water and cycling of the heat source. Collect all water used for the curing and transport to an approved off-site disposal site. Cool the CIPP in accordance with the manufacturer’s recommendations. Cut off the tube flush with the existing ends of the pipe. Seal the annular space at the ends with a mixture of resin/epoxy compatible with the CIPP if any space is visible between the CIPP and the pipe wall.

(c) Centrifugally Cast Concrete Pipe (CCCP).

Submit manufacturers recommendations demonstrating that the proposed material and installation methods are designed for lining corrugated metal pipe culverts. Clean the culvert of all debris and allow the culvert to dry completely. Use a remote- or winch-powered lining machine and supply cement-mortar to the lining machine through high-pressure hoses. Use a cement mixture that provides a 28-day compressive strength of at least 3000 pounds per square inch. Apply the cement-mortar with a uniform thickness no less than 1 inch and no greater than

2 inches by ensuring the lining machine travels through the culvert at a constant rate of speed. At the culvert inlet, finish the edge of the mortar lining to provide a 45 degree beveled transition into the culvert. Dewater and divert stream flow as necessary to prevent washout of the grout lining during placement and the subsequent curing time. Inspect the cured cement-mortar lining using closed-circuit television or other methods as approved by the CO.

Add the following Subsection:

607.06A Regrading Inlet and Outlet Channels. Regrade inlet and outlet channels at culverts where noted on the plans to provide positive drainage and make the culvert functional. Reshape inlet grading to direct flow into the culvert entrance. Remove all rock, leaves, and other debris.

Regrade outlet channels to the limits shown on the Plans to restore natural contours and drainage channel, then transition the grading to match the existing channel. Spread excess soil evenly adjacent to the channel. If available at the site, place downed woody debris in the channel as directed by the CO.

Measurement

607.08 Add the following:

Do not measure the regrading of inlet and outlet channels for payment.

"General Decision Number: CA20190007 12/06/2019

Superseded General Decision Number: CA20180009

State: California

Construction Types: Building, Heavy (Heavy and Dredging) and

Highway

Counties: Alpine, Amador, Butte, Colusa, El Dorado, Glenn, Lassen, Marin, Modoc, Napa, Nevada, Placer, Plumas, Sacramento, Shasta, Sierra, Siskiyou, Solano, Sonoma, Sutter, Tehama, Trinity, Yolo and Yuba Counties in California.

BUILDING CONSTRUCTION PROJECTS (excluding Amador County only);

DREDGING CONSTRUCTION PROJECTS (does not include hopper dredge work); HEAVY CONSTRUCTION PROJECTS (does not include water well drilling); AND HIGHWAY CONSTRUCTION PROJECTS

Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.60 for calendar year 2019 applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January

1, 2015. If this contract is covered by the EO, the contractor must pay all workers in any classification listed on this wage determination at least $10.60 per hour (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in calendar year

2019. If this contract is covered by the EO and a classification considered necessary for performance of work on the contract does not appear on this wage determination, the contractor must pay workers in that classification at least the wage rate determined through the conformance process set forth in 29 CFR 5.5(a)(1)(ii) (or the EO minimum wage rate,if it is higher than the conformed wage rate). The EO minimum wage rate will be adjusted annually. Please note that this EO applies to the above-mentioned types of contracts entered into by the federal government that are subject to the Davis-Bacon Act itself, but it does not apply to contracts subject only to the

Davis-Bacon Related Acts, including those set forth at 29 CFR

5.1(a)(2)-(60). Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

D-1

Modification Number Publication Date

0 01/04/2019

1 02/01/2019

2 02/15/2019

3 02/22/2019

4 05/03/2019

5 07/26/2019

6 11/08/2019

7 11/22/2019

8 11/29/2019

9 12/06/2019

ASBE0016-001 08/01/2019

AREA 1: MARIN, NAPA, SAN BENITO, SAN FRANCISCO, SOLANO, &

SONOMA COUNTIES

AREA 2: ALPINE, AMADOR, BUTTE, COLUSA, EL DORADO, GLENN,

MODOC, NEVADA, PLACER, PLUMAS, SACRAMENTO, SHASTA, SIERRA,

SISKIYOU, SUTTER, TEHEMA, TRINITY, YOLO, & YUBA COUNTIES

Rates Fringes

Asbestos Workers/Insulator

(Includes the application of all insulating materials, Protective Coverings, Coatings, and Finishes to all types of mechanical systems)

Area 1......................$ 68.11 23.32

Area 2......................$ 54.26 23.30

ASBE0016-007 08/01/2019

AREA 1 : ALPINE, AMADOR, BUTTE, COLUSA, EL DORADO, GLENN,

LASSEN, MODOC, NEVADA, PLACER, PLUMAS, SACRAMENTO, SHASTA,

SIERRA, SISKIYOU, SOLANO, SONOMA, SUTTER, TEHAMA, TRINITY, YOLO

& YUBA COUNTIES

AREA 2: MARIN & NAPA COUNTIES

Asbestos Removal worker/hazardous material

D-2 handler (Includes preparation, wetting, stripping, removal, scrapping, vacuuming, bagging and disposing of all insulation materials from mechanical systems, whether they contain asbestos or not)

AREA 1......................$ 54.26 23.30

AREA 2......................$ 36.53 9.27

BOIL0549-002 10/01/2016

BOILERMAKER

(1) Marin & Solano Counties.$ 43.28 37.91

(2) Remaining Counties......$ 39.68 35.71

BRCA0003-001 08/01/2019

MARBLE FINISHER..................$ 35.41 16.45

BRCA0003-004 05/01/2019

AREA 1: ALPINE, AMADOR, BUTTE, COLUSA, EL DORADO, GLENN,

LASSEN, MODOC, NEVADA, PLACER, PLUMAS, SACRAMENTO, SHASTA,

SIERRA, SUTTER, TEHAMA, YOLO AND YUBA COUNTIES

AREA 2: MARIN, NAPA, SISKIYOU, SOLANO, SONOMA AND TRINITY

COUNTIES

BRICKLAYER

AREA 1......................$ 43.24 21.63

AREA 2......................$ 45.92 26.70

SPECIALTY PAY:

(A) Underground work such as tunnel work, sewer work, manholes, catch basins, sewer pipes and telephone conduit shall be paid $1.25 per hour above the regular rate. Work in direct contact with raw sewage shall receive $1.25 per hour in addition to the above.

D-3

(B) Operating a saw or grinder shall receive $1.25 per hour above the regular rate.

(C) Gunite nozzle person shall receive $1.25 per hour above the regular rate.

BRCA0003-008 07/01/2019

TERRAZZO FINISHER................$ 37.58 17.33

TERRAZZO WORKER/SETTER...........$ 48.53 26.84

BRCA0003-010 04/01/2019

TILE FINISHER

Area 1......................$ 27.31 14.75

Area 2......................$ 27.10 16.50

Area 3......................$ 29.94 16.38

Area 4......................$ 28.06 15.82

Tile Layer

Area 1......................$ 45.51 17.64

Area 2......................$ 45.15 19.06

Area 3......................$ 49.90 19.16

Area 4......................$ 46.77 19.08

AREA 1: Butte, Colusa, El Dorado, Glenn, Lassen, Modoc, Nevada, Placer, Plumas, Sacramento, Shasta, Sierra, Sutter, Tehema, Yolo, Yuba

AREA 2: Alpine, Amador

AREA 3: Marin, Napa, Solano, Siskiyou

AREA 4: Sonoma

BRCA0003-014 08/01/2019

MARBLE MASON.....................$ 49.42 27.86

CARP0034-001 07/01/2019

Diver

D-4

Assistant Tender, ROV

Tender/Technician...........$ 49.75 33.40

Diver standby...............$ 55.73 33.40

Diver Tender................$ 54.73 33.40

Diver wet...................$ 99.27 33.40

Manifold Operator (mixed gas)........................$ 59.73 33.40

Manifold Operator (Standby).$ 54.73 33.40

DEPTH PAY (Surface Diving):

050 to 100 ft $2.00 per foot

101 to 150 ft $3.00 per foot

151 to 220 ft $4.00 per foot

221 ft.-deeper $5.00 per foot

SATURATION DIVING:

The standby rate shall apply until saturation starts. The saturation diving rate applies when divers are under pressure continuously until work task and decompression are complete. The diver rate shall be paid for all saturation hours.

DIVING IN ENCLOSURES:

Where it is necessary for Divers to enter pipes or tunnels, or other enclosures where there is no vertical ascent, the following premium shall be paid: Distance traveled from entrance 26 feet to 300 feet: $1.00 per foot. When it is necessary for a diver to enter any pipe, tunnel or other enclosure less than 48"" in height, the premium will be

$1.00 per foot.

WORK IN COMBINATION OF CLASSIFICATIONS:

Employees working in any combination of classifications within the diving crew (except dive supervisor) in a shift are paid in the classification with the highest rate for that shift.

CARP0034-003 07/01/2019

Piledriver.......................$ 50.75 33.40

CARP0035-001 08/01/2018

AREA 1: MARIN, NAPA, SOLANO & SONOMA

D-5

AREA 3: SACRAMENTO, WESTERN EL DORADO (Territory west of an including highway 49 and the territory inside the city limits of Placerville), WESTERN PLACER (Territory west of and including highway 49), & YOLO

AREA 4: ALPINE, BUTTE, COLUSA, EASTERN EL DORADO, GLENN,

LASSEN, MODOC, NEVADA, EASTERN PLACER, PLUMAS, SHASTA, SIERRA,

SISKIYOU, SUTTER, TEHAMA, TRINITY, & YUBA

Drywall Installers/Lathers:

Area 1......................$ 48.40 29.76

Area 3......................$ 43.02 29.76

Area 4......................$ 41.67 29.76

Drywall Stocker/Scrapper

Area 1......................$ 24.20 17.29

Area 3......................$ 21.51 17.51

Area 4......................$ 20.84 17.29

CARP0035-009 07/01/2018

Marin County

CARPENTER

Bridge Builder/Highway

Carpenter...................$ 48.40 29.32

Hardwood Floorlayer, Shingler, Power Saw

Operator, Steel Scaffold &

Steel Shoring Erector, Saw

Filer.......................$ 48.55 29.32

Journeyman Carpenter........$ 48.40 29.32

Millwright..................$ 48.50 30.91

CARP0035-010 07/01/2017

AREA 1: Marin, Napa, Solano & Sonoma Counties

AREA 2: Monterey, San Benito and Santa Cruz

AREA 3: Alpine, Butte, Colusa, El Dorado, Glenn, Lassen, Modoc, Nevada, Placer, Plumas, Sacramento, Shasta, Sierra, Siskiyou, D-6

Sutter, Tehama, Trinity, Yolo & Yuba counties

Modular Furniture Installer

Area 1

Installer I................$ 24.91 19.63

Installer II...............$ 22.18 20.42

Lead Installer.............$ 29.06 20.92

Master Installer...........$ 33.28 20.92

Area 2

Installer I................$ 22.96 20.42

Installer II...............$ 20.01 20.42

Lead Installer.............$ 25.93 20.92

Master Installer...........$ 29.56 20.92

Area 3

Installer I................$ 22.01 20.42

Installer II...............$ 19.24 20.42

Lead Installer.............$ 24.81 20.92

Master Installer...........$ 31.83 20.92

CARP0046-001 07/01/2019

El Dorado (West), Placer (West), Sacramento and Yolo Counties

Carpenters

Carpenter...................$ 50.50 30.20

Hardwood Floorlayer, Shingler, Power Saw

Operator, Steel Scaffold &

Steel Shoring Erector, Saw

Filer.......................$ 44.77 30.20

Journeyman Carpenter........$ 44.62 30.20

Millwright..................$ 47.12 31.79

Footnote: Placer County (West) includes territory West of and including Highway 49 and El Dorado County (West) includes territory West of and including Highway 49 and territory inside the city limits of Placerville.

CARP0046-002 07/01/2019

D-7

Alpine, Colusa, El Dorado (East), Nevada, Placer (East), Sierra, Sutter and Yuba Counties

Carpenter...................$ 50.50 30.20

Hardwood Floorlayer, Shingler, Power Saw

Operator, Steel Scaffold &

Steel Shoring Erector, Saw

Filer.......................$ 43.42 30.20

Journeyman Carpenter........$ 42.27 30.20

Millwright..................$ 45.77 31.79

CARP0152-003 07/01/2019

Amador County

Carpenter...................$ 50.50 30.20

Hardwood Floorlayer, Shingler, Power Saw

Operator, Steel Scaffold &

Steel Shoring Erector, Saw

Filer.......................$ 43.42 30.20

Journeyman Carpenter........$ 43.27 30.20

Millwright..................$ 45.77 31.79

CARP0180-001 07/01/2019

Solano County

Carpenter...................$ 50.50 30.20

Hardwood Floorlayer, Shingler, Power Saw

Operator, Steel Scaffold &

Steel Shoring Erector, Saw

D-8

Filer.......................$ 50.65 30.20

Journeyman Carpenter........$ 50.50 30.20

Millwright..................$ 50.60 31.79

CARP0751-001 07/01/2019

Napa and Sonoma Counties

Carpenter...................$ 50.50 30.20

Hardwood Floorlayer, Shingler, Power Saw

Operator, Steel Scaffold &

Steel Shoring Erector, Saw

Filer.......................$ 50.65 30.20

Journeyman Carpenter........$ 50.50 30.20

Millwright..................$ 50.60 31.79

CARP1599-001 07/01/2019

Butte, Glenn, Lassen, Modoc, Plumas, Shasta, Siskiyou, Tehama and Trinity Counties

Carpenter...................$ 50.50 30.20

Hardwood Floorlayer, Shingler, Power Saw

Operator, Steel Scaffold &

Steel Shoring Erector, Saw

Filer.......................$ 43.42 30.20

Journeyman Carpenter........$ 43.27 30.20

Millwright..................$ 45.77 31.79

* ELEC0180-001 06/01/2019

NAPA AND SOLANO COUNTIES

CABLE SPLICER....................$ 56.26 24.16

D-9

ELECTRICIAN......................$ 50.01 23.98

ELEC0180-003 12/01/2018

NAPA AND SOLANO COUNTIES

Sound & Communications

Installer...................$ 38.42 19.70

Technician..................$ 44.18 19.88

SCOPE OF WORK INCLUDES-

SOUND & VOICE TRANSMISSION (Music, Intercom, Nurse Call, Telephone); FIRE ALARM SYSTEMS [excluding fire alarm work when installed in raceways (including wire and cable pulling) and when performed on new or major remodel building projects or jobs], TELEVISION & VIDEO SYSTEMS, SECURITY SYSTEMS, COMMUNICATIONS

SYSTEMS that transmit or receive information and/or control systems that are intrinsic to the above.

EXCLUDES-

Excludes all other data systems or multiple systems which include control function or power supply; excludes installation of raceway systems, line voltage work, industrial work, life-safety systems (all buildings having floors located more than 75' above the lowest floor level having building access); excludes energy management systems.

ELEC0340-002 02/01/2018

ALPINE, AMADOR, BUTTE, COLUSA, EL DORADO, GLENN, LASSEN,

NEVADA, PLACER, PLUMAS, SACRAMENTO, TRINITY, YOLO, YUBA COUNTIES

Communications System

Installer...................$ 29.35 3%+15.35

Technician..................$ 33.75 3%+15.35

SCOPE OF WORK

D-10

Includes the installation testing, service and maintenance, of the following systems which utilize the transmission and/or transference of voice, sound, vision and digital for commercial, education, security and entertainment purposes for the following TV monitoring and surveillance, background-foreground music, intercom and telephone interconnect, inventory control systems, microwave transmission, multi-media, multiplex, nurse call system, radio page, school intercom and sound, burglar alarms, and low voltage master clock systems.

A. SOUND AND VOICE TRANSMISSION/TRANSFERENCE SYSTEMS

Background foreground music Intercom and telephone interconnect systems, Telephone systems, Nurse call systems, Radio page systems, School intercom and sound systems, Burglar alarm systems, Low voltage master clock systems, Multi-media/multiplex systems, Sound and musical entertainment systems, RF systems, Antennas and Wave Guide.

B. FIRE ALARM SYSTEMS

Installation, wire pulling and testing

C. TELEVISION AND VIDEO SYSTEMS Television monitoring and surveillance systems, Video security systems, Video entertainment systems, Video educational systems, Microwave transmission systems, CATV and CCTV

D. SECURITY SYSTEMS Perimeter security systems

Vibration sensor systems Card access systems Access control systems Sonar/infrared monitoring equipment

E. COMMUNICATIONS SYSTEMS THAT TRANSMIT OR RECEIVE

INFORMATION AND/OR CONTROL SYSTEMS THAT ARE INTRINSIC TO

THE ABOVE LISTED SYSTEMS SCADA (Supervisory Control and

Data Acquisition) PCM (Pulse Code Modulation)

Inventory Control Systems Digital Data Systems

Broadband and Baseband and Carriers Point of Sale

Systems VSAT Data Systems Data Communication

Systems RF and Remote Control Systems Fiber Optic

Data Systems WORK EXCLUDED Raceway systems are not covered

(excluding Ladder-Rack for the purpose of the above listed systems). Chases and/or nipples (not to exceed 10 feet) may be installed on open wiring systems. Energy management systems. SCADA (Supervisory Control and Data Acquisition) when not intrinsic to the above listed systems (in the scope). Fire alarm systems when installed in raceways

D-11

(including wire and cable pulling) shall be performed at the electrician wage rate, when either of the following two

(2) conditions apply:

1. The project involves new or major remodel building trades construction.

2. The conductors for the fire alarm system are installed in conduit.

ELEC0340-003 08/01/2018

ALPINE (West of Sierra Mt. Watershed), AMADOR, BUTTE, COLUSA, EL DORADO (West of Sierra Mt. Watershed), GLENN, LASSEN, NEVADA

(West of Sierra Mt. Watershed), PLACER, PLUMAS, SACRAMENTO, SHASTA, SIERRA (West of Sierra Mt. Watershed), SUTTER, TEHAMA, TRINITY, YOLO & YUBA COUNTIES

ELECTRICIAN

Remaining area..............$ 40.06 28.54

Sierra Army Depot, Herlong..$ 48.83 18.54

Tunnel work.................$ 41.01 18.54

CABLE SPLICER: Receives 110% of the Electrician basic hourly rate.

ELEC0401-005 07/01/2019

ALPINE (east of the main watershed divide), EL DORADO (east of the main watershed divide), NEVADA (east of the main watershed), PLACER (east of the main watershed divide) and

SIERRA (east of the main watershed divide) COUNTIES:

ELECTRICIAN......................$ 40.50 19.39

ELEC0551-004 06/01/2019

MARIN AND SONOMA COUNTIES

D-12

ELECTRICIAN......................$ 51.40 22.83

ELEC0551-005 12/01/2018

MARIN & SONOMA COUNTIES

Installer...................$ 38.42 20.11

Technician..................$ 44.18 20.29

SCOPE OF WORK INCLUDES-

SOUND & VOICE TRANSMISSION (Music, Intercom, Nurse Call, Telephone); FIRE ALARM SYSTEMS [excluding fire alarm work when installed in raceways (including wire and cable pulling) and when performed on new or major remodel building projects or jobs], TELEVISION & VIDEO SYSTEMS, SECURITY SYSTEMS, COMMUNICATIONS

SYSTEMS that transmit or receive information and/or control systems that are intrinsic to the above.

EXCLUDES-

Excludes all other data systems or multiple systems which include control function or power supply; excludes installation of raceway systems, line voltage work, industrial work, life-safety systems (all buildings having floors located more than 75' above the lowest floor level having building access); excludes energy management systems.

ELEC0659-006 01/01/2019

DEL NORTE, MODOC and SISKIYOU COUNTIES

ELECTRICIAN......................$ 35.19 16.80

ELEC0659-008 02/01/2019

DEL NORTE, MODOC & SISKIYOU COUNTIES

Line Construction

D-13

(1) Cable Splicer...........$ 59.09 20.22

(2) Lineman, Pole Sprayer, Heavy Line Equipment Man....$ 52.76 19.96

(3) Tree Trimmer............$ 31.10 11.32

(4) Line Equipment Man......$ 52.76 19.96

(5) Powdermen, Jackhammermen...............$ 33.80 13.35

(6) Groundman...............$ 33.24 14.79

ELEC1245-004 01/01/2019

ALL COUNTIES EXCEPT DEL NORTE, MODOC & SISKIYOU

LINE CONSTRUCTION

(1) Lineman; Cable splicer..$ 56.79 17.41

(2) Equipment specialist

(operates crawler tractors, commercial motor vehicles, backhoes, trenchers, cranes (50 tons and below), overhead & underground distribution line equipment)...........$ 45.36 16.24

(3) Groundman...............$ 34.68 15.86

(4) Powderman...............$ 49.55 3%+17.65

HOLIDAYS: New Year's Day, M.L. King Day, Memorial Day, Independence Day, Labor Day, Veterans Day, Thanksgiving Day and day after Thanksgiving, Christmas Day

ELEV0008-001 01/01/2019

ELEVATOR MECHANIC................$ 67.56 34.125+a+b

FOOTNOTE:

PAID VACATION: Employer contributes 8% of regular hourly rate as vacation pay credit for employees with more than 5 years of service, and 6% for 6 months to 5 years of service.

PAID HOLIDAYS: New Years Day, Memorial Day, Independence Day, Labor Day, Veterans Day, Thanksgiving Day, Friday after

Thanksgiving, and Christmas Day.

D-14

ENGI0003-008 07/01/2017

Dredging: (DREDGING:

CLAMSHELL & DIPPER DREDGING;

HYDRAULIC SUCTION DREDGING:)

AREA 1:

(1) Leverman...............$ 44.77 31.25

(2) Dredge Dozer; Heavy duty repairman.............$ 39.81 31.25

(3) Booster Pump

Operator; Deck

Engineer; Deck mate;

Dredge Tender; Winch

Operator...................$ 38.69 31.25

(4) Bargeman; Deckhand;

Fireman; Leveehand; Oiler..$ 35.39 31.25

AREA 2:

(1) Leverman...............$ 46.77 31.25

(2) Dredge Dozer; Heavy duty repairman.............$ 41.81 31.25

(3) Booster Pump

Operator; Deck

Engineer; Deck mate;

Dredge Tender; Winch

Operator...................$ 40.69 31.25

(4) Bargeman; Deckhand;

Fireman; Leveehand; Oiler..$ 37.39 31.25

AREA DESCRIPTIONS

AREA 1: ALAMEDA,BUTTE, CONTRA COSTA, KINGS, MARIN, MERCED,

NAPA, SACRAMENTO, SAN BENITO, SAN FRANCISCO, SAN JOAQUIN,

SAN MATEO, SANTA CLARA, SANTA CRUZ, SOLANO, STANISLAUS,

SUTTER, YOLO, AND YUBA COUNTIES

AREA 2: MODOC COUNTY

THE REMAINGING COUNTIES ARE SPLIT BETWEEN AREA 1 AND AREA 2

AS NOTED BELOW:

ALPINE COUNTY:

Area 1: Northernmost part

Area 2: Remainder

D-15

CALAVERAS COUNTY:

Area 1: Remainder

Area 2: Eastern part

COLUSA COUNTY:

Area 1: Eastern part

ELDORADO COUNTY:

Area 1: North Central part

FRESNO COUNTY:

GLENN COUNTY:

LASSEN COUNTY:

Area 1: Western part along the Southern portion of border with Shasta County

MADERA COUNTY:

Area 1: Except Eastern part

MARIPOSA COUNTY

MONTERREY COUNTY

Area 1: Except Southwestern part

Area 2: Southwestern part

NEVADA COUNTY:

Area 1: All but the Northern portion along the border of

Sierra County

PLACER COUNTY:

Area 1: Al but the Central portion

PLUMAS COUNTY:

D-16

Area 1: Western portion

SHASTA COUNTY:

Area 1: All but the Northeastern corner

SIERRA COUNTY:

Area 1: Western part

SISKIYOU COUNTY:

Area 1: Central part

SONOMA COUNTY:

Area 1: All but the Northwestern corner

TEHAMA COUNTY:

Area 1: All but the Western border with Mendocino & Trinity

Counties

TRINITY COUNTY:

Area 1: East Central part and the Northeastern border with

Shasta County

TUOLUMNE COUNTY:

ENGI0003-018 06/26/2017

""AREA 1"" WAGE RATES ARE LISTED BELOW

""AREA 2"" RECEIVES AN ADDITIONAL $2.00 PER HOUR ABOVE AREA 1

RATES.

SEE AREA DEFINITIONS BELOW

OPERATOR: Power Equipment

D-17

(AREA 1:)

GROUP 1.....................$ 44.67 30.39

GROUP 2.....................$ 43.14 30.39

GROUP 3.....................$ 41.66 30.39

GROUP 4.....................$ 40.28 30.39

GROUP 5.....................$ 39.01 30.39

GROUP 6.....................$ 37.69 30.39

GROUP 7.....................$ 36.55 30.39

GROUP 8.....................$ 35.41 30.39

GROUP 8-A...................$ 33.20 30.39

OPERATOR: Power Equipment

(Cranes and Attachments -

AREA 1:)

GROUP 1

Cranes.....................$ 46.30 30.39

Oiler......................$ 36.63 30.39

Truck crane oiler..........$ 39.20 30.39

GROUP 2

Cranes.....................$ 43.79 30.39

Oiler......................$ 36.36 30.39

Truck crane oiler..........$ 38.98 30.39

GROUP 3

Cranes.....................$ 42.05 30.39

Hydraulic..................$ 38.32 30.39

Oiler......................$ 36.14 30.39

Truck Crane Oiler..........$ 38.71 30.39

GROUP 4

Cranes.....................$ 39.01 30.39

OPERATOR: Power Equipment

(Piledriving - AREA 1:)

GROUP 1

Lifting devices............$ 45.89 30.39

Oiler......................$ 36.63 30.39

Truck crane oiler..........$ 39.20 30.39

GROUP 2

Lifting devices............$ 44.07 30.39

Oiler......................$ 36.36 30.39

Truck Crane Oiler..........$ 38.98 30.39

GROUP 3

Lifting devices............$ 42.39 30.39

Oiler......................$ 36.14 30.39

Truck Crane Oiler..........$ 38.71 30.39

GROUP 4

Lifting devices............$ 40.62 30.39

GROUP 5

Lifting devices............$ 39.32 30.39

GROUP 6

D-18

Lifting devices............$ 37.98 30.39

(Steel Erection - AREA 1:)

GROUP 1

Cranes.....................$ 46.30 30.39

Oiler......................$ 36.63 30.39

Truck Crane Oiler..........$ 39.20 30.39

GROUP 2

Cranes.....................$ 43.79 30.39

Oiler......................$ 36.36 30.39

Truck Crane Oiler..........$ 38.98 30.39

GROUP 3

Cranes.....................$ 42.05 30.39

Hydraulic..................$ 38.32 30.39

Oiler......................$ 36.14 30.39

Truck Crane Oiler..........$ 38.71 30.39

GROUP 4

Cranes.....................$ 39.01 30.39

GROUP 5

Cranes.....................$ 35.13 30.39

OPERATOR: Power Equipment

(Tunnel and Underground Work

- AREA 1:)

SHAFTS, STOPES, RAISES:

GROUP 1....................$ 40.77 30.39

GROUP 1-A..................$ 43.24 30.39

GROUP 2....................$ 39.51 30.39

GROUP 3....................$ 38.18 30.39

GROUP 4....................$ 37.04 30.39

GROUP 5....................$ 35.90 30.39

UNDERGROUND:

GROUP 1....................$ 40.67 30.39

GROUP 1-A..................$ 43.14 30.39

GROUP 2....................$ 39.41 30.39

GROUP 3....................$ 38.08 30.39

GROUP 4....................$ 36.94 30.39

GROUP 5....................$ 35.80 30.39

FOOTNOTE: Work suspended by ropes or cables, or work on a

Yo-Yo Cat: $.60 per hour additional.

POWER EQUIPMENT OPERATOR CLASSIFICATIONS

GROUP 1: Operator of helicopter (when used in erection work);

Hydraulic excavator, 7 cu. yds. and over; Power shovels, over 7 cu. yds.

D-19

GROUP 2: Highline cableway; Hydraulic excavator, 3-1/2 cu.

yds. up to 7 cu. yds.; Licensed construction work boat operator, on site; Power blade operator (finish); Power shovels, over 1 cu. yd. up to and including 7 cu. yds.

m.r.c.

GROUP 3: Asphalt milling machine; Cable backhoe; Combination backhoe and loader over 3/4 cu. yds.; Continuous flight tie back machine assistant to engineer or mechanic; Crane mounted continuous flight tie back machine, tonnage to apply; Crane mounted drill attachment, tonnage to apply;

Dozer, slope brd; Gradall; Hydraulic excavator, up to 3 1/2

cu. yds.; Loader 4 cu. yds. and over; Long reach excavator;

Multiple engine scraper (when used as push pull); Power shovels, up to and including 1 cu. yd.; Pre-stress wire wrapping machine; Side boom cat, 572 or larger; Track loader 4 cu. yds. and over; Wheel excavator (up to and including 750 cu. yds. per hour)

GROUP 4: Asphalt plant engineer/box person; Chicago boom;

Combination backhoe and loader up to and including 3/4 cu.

yd.; Concrete batch plant (wet or dry); Dozer and/or push cat; Pull- type elevating loader; Gradesetter, grade checker (GPS, mechanical or otherwise); Grooving and grinding machine; Heading shield operator; Heavy-duty drilling equipment, Hughes, LDH, Watson 3000 or similar;

Heavy-duty repairperson and/or welder; Lime spreader;

Loader under 4 cu. yds.; Lubrication and service engineer

(mobile and grease rack); Mechanical finishers or spreader machine (asphalt, Barber-Greene and similar); Miller

Formless M-9000 slope paver or similar; Portable crushing and screening plants; Power blade support; Roller operator, asphalt; Rubber-tired scraper, self-loading (paddle-wheels, etc.); Rubber- tired earthmoving equipment (scrapers); Slip form paver (concrete); Small tractor with drag; Soil stabilizer (P & H or equal); Spider plow and spider puller;

Tubex pile rig; Unlicensed constuction work boat operator, on site; Timber skidder; Track loader up to 4 yds.;

Tractor-drawn scraper; Tractor, compressor drill combination; Welder; Woods-Mixer (and other similar Pugmill equipment)

GROUP 5: Cast-in-place pipe laying machine; Combination slusher and motor operator; Concrete conveyor or concrete pump, truck or equipment mounted; Concrete conveyor, building site; Concrete pump or pumpcrete gun; Drilling

D-20 equipment, Watson 2000, Texoma 700 or similar; Drilling and boring machinery, horizontal (not to apply to waterliners, wagon drills or jackhammers); Concrete mixer/all; Person and/or material hoist; Mechanical finishers (concrete)

(Clary, Johnson, Bidwell Bridge Deck or similar types);

Mechanical burm, curb and/or curb and gutter machine, concrete or asphalt); Mine or shaft hoist; Portable crusher; Power jumbo operator (setting slip-forms, etc., in tunnels); Screed (automatic or manual); Self-propelled compactor with dozer; Tractor with boom D6 or smaller;

Trenching machine, maximum digging capacity over 5 ft.

depth; Vermeer T-600B rock cutter or similar

GROUP 6: Armor-Coater (or similar); Ballast jack tamper;

Boom- type backfilling machine; Assistant plant engineer;

Bridge and/or gantry crane; Chemical grouting machine, truck-mounted; Chip spreading machine operator; Concrete saw (self-propelled unit on streets, highways, airports and canals); Deck engineer; Drilling equipment Texoma 600, Hughes 200 Series or similar up to and including 30 ft.

m.r.c.; Drill doctor; Helicopter radio operator;

Hydro-hammer or similar; Line master; Skidsteer loader, Bobcat larger than 743 series or similar (with attachments); Locomotive; Lull hi-lift or similar; Oiler, truck mounted equipment; Pavement breaker, truck-mounted, with compressor combination; Paving fabric installation and/or laying machine; Pipe bending machine (pipelines only); Pipe wrapping machine (tractor propelled and supported); Screed (except asphaltic concrete paving);

Self- propelled pipeline wrapping machine; Tractor;

Self-loading chipper; Concrete barrier moving machine

GROUP 7: Ballast regulator; Boom truck or dual-purpose

A-frame truck, non-rotating - under 15 tons; Cary lift or similar; Combination slurry mixer and/or cleaner; Drilling equipment, 20 ft. and under m.r.c.; Firetender (hot plant);

Grouting machine operator; Highline cableway signalperson;

Stationary belt loader (Kolman or similar); Lift slab machine (Vagtborg and similar types); Maginnes internal full slab vibrator; Material hoist (1 drum); Mechanical trench shield; Pavement breaker with or without compressor combination); Pipe cleaning machine (tractor propelled and supported); Post driver; Roller (except asphalt); Chip

Seal; Self-propelled automatically applied concrete curing mahcine (on streets, highways, airports and canals);

Self-propelled compactor (without dozer); Signalperson;

Slip-form pumps (lifting device for concrete forms); Tie

D-21 spacer; Tower mobile; Trenching machine, maximum digging capacity up to and including 5 ft. depth; Truck- type loader

GROUP 8: Bit sharpener; Boiler tender; Box operator;

Brakeperson; Combination mixer and compressor

(shotcrete/gunite); Compressor operator; Deckhand; Fire tender; Forklift (under 20 ft.); Generator;

Gunite/shotcrete equipment operator; Hydraulic monitor; Ken seal machine (or similar); Mixermobile; Oiler; Pump operator; Refrigeration plant; Reservoir-debris tug (self-propelled floating); Ross Carrier (construction site);

Rotomist operator; Self-propelled tape machine; Shuttlecar;

Self-propelled power sweeper operator (includes vacuum sweeper); Slusher operator; Surface heater; Switchperson;

Tar pot firetender; Tugger hoist, single drum; Vacuum cooling plant; Welding machine (powered other than by electricity)

GROUP 8-A: Elevator operator; Skidsteer loader-Bobcat 743 series or smaller, and similar (without attachments); Mini excavator under 25 H.P. (backhoe-trencher); Tub grinder wood chipper

ALL CRANES AND ATTACHMENTS

GROUP 1: Clamshell and dragline over 7 cu. yds.; Crane, over

100 tons; Derrick, over 100 tons; Derrick barge pedestal-mounted, over 100 tons; Self-propelled boom-type lifting device, over 100 tons

GROUP 2: Clamshell and dragline over 1 cu. yd. up to and including 7 cu. yds.; Crane, over 45 tons up to and including 100 tons; Derrick barge, 100 tons and under;

Self-propelled boom-type lifting device, over 45 tons;

Tower crane

GROUP 3: Clamshell and dragline up to and including 1 cu.

yd.; Cranes 45 tons and under; Self-propelled boom-type lifting device 45 tons and under;

GROUP 4: Boom Truck or dual purpose A-frame truck, non-rotating over 15 tons; Truck-mounted rotating telescopic boom type lifting device, Manitex or similar

(boom truck) over 15 tons; Truck-mounted rotating telescopic boom type lifting device, Manitex or similar

D-22

(boom truck) - under 15 tons;

PILEDRIVERS

GROUP 1: Derrick barge pedestal mounted over 100 tons;

Clamshell over 7 cu. yds.; Self-propelled boom-type lifting device over 100 tons; Truck crane or crawler, land or barge mounted over 100 tons

GROUP 2: Derrick barge pedestal mounted 45 tons to and including 100 tons; Clamshell up to and including 7 cu.

yds.; Self-propelled boom-type lifting device over 45 tons;

Truck crane or crawler, land or barge mounted, over 45 tons up to and including 100 tons; Fundex F-12 hydraulic pile rig

GROUP 3: Derrick barge pedestal mounted under 45 tons; Self-propelled boom-type lifting device 45 tons and under;

Skid/scow piledriver, any tonnage; Truck crane or crawler, land or barge mounted 45 tons and under

GROUP 4: Assistant operator in lieu of assistant to engineer;

Forklift, 10 tons and over; Heavy-duty repairperson/welder

GROUP 5: Deck engineer

GROUP 6: Deckhand; Fire tender

STEEL ERECTORS

GROUP 1: Crane over 100 tons; Derrick over 100 tons; Self-propelled boom-type lifting device over 100 tons

GROUP 2: Crane over 45 tons to 100 tons; Derrick under 100 tons; Self-propelled boom-type lifting device over 45 tons to 100 tons; Tower crane

GROUP 3: Crane, 45 tons and under; Self-propelled boom-type lifting device, 45 tons and under

GROUP 4: Chicago boom; Forklift, 10 tons and over; Heavy-duty repair person/welder

GROUP 5: Boom cat

D-23

TUNNEL AND UNDERGROUND WORK

GROUP 1-A: Tunnel bore machine operator, 20' diameter or more

GROUP 1: Heading shield operator; Heavy-duty repairperson;

Mucking machine (rubber tired, rail or track type); Raised bore operator (tunnels); Tunnel mole bore operator

GROUP 2: Combination slusher and motor operator; Concrete pump or pumpcrete gun; Power jumbo operator

GROUP 3: Drill doctor; Mine or shaft hoist

GROUP 4: Combination slurry mixer cleaner; Grouting Machine operator; Motorman

GROUP 5: Bit Sharpener; Brakeman; Combination mixer and compressor (gunite); Compressor operator; Oiler; Pump operator; Slusher operator

AREA DESCRIPTIONS:

POWER EQUIPMENT OPERATORS, CRANES AND ATTACHMENTS,TUNNEL AND

UNDERGROUND [These areas do not apply to Piledrivers and

Steel Erectors]

AREA 1: ALPINE, AMADOR, BUTTE, COLUSA, EL DORADO, GLENN,

LASSEN, MARIN, NAPA, NEVADA, PLACER, PLUMAS, SACRAMENTO,

SHASTA, SIERRA, SISKIYOU, SOLANO, SONOMA, SUTTER, TEHAMA,

TRINITY, YOLO, YUBA

AREA 2 - MODOC COUNTY

THE REMAINING COUNTIES ARE SPLIT BETWEEN AREA 1 AND AREA 2 AS

NOTED BELOW:

D-24

DEL NORTE COUNTY:

Area 1: Extreme Southwestern corner

Area 1: All but the Central portion

Area 2: Reaminder

D-25

Area 1: All but the Western border with mendocino & Trinity

Area 1: East Central part and the Northeaster border with

ENGI0003-019 07/26/2017

SEE AREA DESCRIPTIONS BELOW

(LANDSCAPE WORK ONLY)

GROUP 1

AREA 1.....................$ 34.05 28.73

AREA 2.....................$ 36.05 28.73

GROUP 2

AREA 1.....................$ 30.45 28.73

AREA 2.....................$ 32.45 28.73

GROUP 3

AREA 1.....................$ 25.84 28.73

AREA 2.....................$ 27.84 28.73

GROUP DESCRIPTIONS:

GROUP 1: Landscape Finish Grade Operator: All finish grade work regardless of equipment used, and all equipment with a rating more than 65 HP.

GROUP 2: Landscape Operator up to 65 HP: All equipment with a manufacturer's rating of 65 HP or less except equipment covered by Group 1 or Group 3. The following equipment shall be included except when used for finish work as long as manufacturer's rating is 65 HP or less: A-Frame and

Winch Truck, Backhoe, Forklift, Hydragraphic Seeder

Machine, Roller, Rubber-Tired and Track Earthmoving

Equipment, Skiploader, Straw Blowers, and Trencher 31 HP up to 65 HP.

GROUP 3: Landscae Utility Operator: Small Rubber-Tired

D-26

Tractor, Trencher Under 31 HP.

AREA DESCRIPTIONS:

AREA 1: ALAMEDA, BUTTE, CONTRA COSTA, KINGS, MARIN, MERCED,

NAPA, SACRAMENTO, SAN BENITO, SAN FRANCISCO, SAN JOAQUIN,

SAN MATEO, SANTA CLARA, SANTA CRUZ, SOLANO, STANISLAUS,

SUTTER, YOLO, AND YUBA COUNTIES

AREA 2 - MODOC COUNTY

THE REMAINING COUNTIES ARE SPLIT BETWEEN AREA 1 AND AREA 2 AS

NOTED BELOW:

CALAVERAS COUNTY:

DEL NORTE COUNTY:

Area 1: Extreme Southwestern corner

FRESNO COUNTY

HUMBOLDT COUNTY:

Area 1: Except Eastern and Southwestern parts

LAKE COUNTY:

D-27

Area 1: Southern part

MADERA COUNTY

MARIPOSA COUNTY

MENDOCINO COUNTY:

Area 1: Central and Southeastern parts

MONTEREY COUNTY

Area 2: Southwestern part

Area 1: All but the Central portion

D-28

Area 2: Reaminder

Area 1: All but the Western border with mendocino & Trinity

Area 1: East Central part and the Northeaster border with

TULARE COUNTY;

TUOLUMNE COUNTY:

Area 2: Eastern Part

IRON0377-002 01/01/2019

Ironworkers:

Fence Erector...............$ 32.58 23.41

Ornamental, Reinforcing and Structural..............$ 39.00 32.05

PREMIUM PAY:

$6.00 additional per hour at the following locations:

China Lake Naval Test Station, Chocolate Mountains Naval

Reserve-Niland, Edwards AFB, Fort Irwin Military Station, Fort Irwin Training

Center-Goldstone, San Clemente Island, San Nicholas Island, Susanville Federal Prison, 29 Palms - Marine Corps, U.S. Marine

Base - Barstow, U.S. Naval Air Facility - Sealey, Vandenberg AFB

$4.00 additional per hour at the following locations:

D-29

Army Defense Language Institute - Monterey, Fallon Air Base, Naval Post Graduate School - Monterey, Yermo Marine Corps

Logistics Center

$2.00 additional per hour at the following locations:

Port Hueneme, Port Mugu, U.S. Coast Guard Station - Two Rock

LABO0067-001 07/01/2019

AREA ""A"" - MARIN COUNTY

AREA ""B"" - ALPINE, AMADOR, BUTTE COLUSA EL DORADO, GLENN,

LASSEN, MODOC, NAPA, NEVADA, PLACER, PLUMAS, SACRAMENTO,

SHASTA, SIERRA, SISKIYOU, SOLANO, SONOMA, SUTTER, TEHAMA,

TRINITY, YOLO, AND YUBA COUNTIES

Asbestos Removal Laborer.........$ 24.00 11.30

LABORER (Lead Removal)

Marin County................$ 31.81 24.61

Remaining Counties..........$ 30.81 24.61

LABO0067-005 06/27/2017

AREA ""A"" - ALAMEDA, CONTRA COSTA, MARIN, SAN FRANCISCO, SAN

MATEO AND SANTA CLARA COUNTIES

AREA ""B"" - ALPINE, AMADOR, BUTTE, CALAVERAS, COLUSA, DEL

NORTE, EL DORADO, FRESNO, GLENN, HUMBOLDT, KINGS, LAKE, LASSEN,

MADERA, MARIPOSA, MENDOCINO, MERCED, MODOC, MONTEREY, NAPA,

NEVADA, PLACER, PLUMAS, SANCREMENTO, SAN BENITO, SAN JOAQUIN,

SANTA CRUZ, SIERRA, SHASTA, SISKIYOU, SOLANO, SONOMA,

STANISLAUS, TEHAMA, TRINITY, TULARE, TUOLUMNE, YOLO AND YOUBA

COUNTIES

LABORER (TRAFFIC CONTROL/LANE

CLOSURE)

Escort Driver, Flag Person

Area A.....................$ 29.54 22.17

D-30

Area B.....................$ 28.54 22.17

Traffic Control Person I

Area A.....................$ 29.84 22.17

Area B.....................$ 28.84 22.17

Traffic Control Person II

Area A.....................$ 27.34 22.17

Area B.....................$ 26.34 22.17

TRAFFIC CONTROL PERSON I: Layout of traffic control, crash cushions, construction area and roadside signage.

TRAFFIC CONTROL PERSON II: Installation and removal of temporary/permanent signs, markers, delineators and crash cushions.

LABO0185-002 07/01/2018

ALPINE, AMADOR, BUTTE, COLUSA, EL DORADO, GLENN, LASSEN, MODOC,

NEVADA, PLACER, PLUMAS, SACRAMENTO, SHASTA, SIERRA, SISKIYOU,

SUTTER, TEHAMA, TRINITY, YOLO AND YUBA COUNTIES

LABORER

Mason Tender-Brick..........$ 31.20 22.20

LABO0185-005 06/25/2018

NEVADA, PLACER, PLUMAS, SACRAMENTO, SHASTA, SIERRA, SISKIYOU,

SUTTER, TEHAMA, TRINITY, YOLO AND YUBA COUNTIES

Tunnel and Shaft Laborers:

GROUP 1.....................$ 37.82 24.11

GROUP 2.....................$ 37.59 24.11

GROUP 3.....................$ 37.34 24.11

GROUP 4.....................$ 36.89 24.11

GROUP 5.....................$ 36.35 24.11

Shotcrete Specialist...